PROJECT REPORT on PLANNING‚ ANALYSIS‚ DESIGN AND COST-ESTIMATION OF FRAMED STRUCTURE AND LOAD BEARING STRUCTURE OF AN ELEMENTARY SCHOOL BUILDING Submitted in partial fulfillment for the award of the degree of BACHELOR OF TECHNOLOGY in CIVIL ENGINEERING by DINESHKUMAR.A INDRAJEET ROY MOHIT DHAWAN 1010910063 1010910082 1010910112 Under the guidance of Ms. S.V. ARUN BALA Assistant Professor (O.G) DEPARTMENT OF CIVIL ENGINEERING FACULTY OF ENGINEERING AND TECHNOLOGY
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AD7591 99 One NTIS One Source. One Search. One Solution. STRESS ANALYSIS MANUAL TECHNOLOGY INC DAYTON OHIO AUG 1969 U.S. Department of Commerce BEST AVAILABLE COPY National Technical Information Service One Source. One Search. One Solution. Providing Permanent‚ Easy Access to U.S. Government Information National Technical Information Service is the nation ’s largest repository and disseminator of governmentinitiated scientific‚ technical‚ engineering‚ and related business information
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simple basic components and members of a building viz.‚ Slabs‚ Beams‚ Columns and Footings. In order to design them‚ it is important to first obtain the plan of the particular building that is‚ positioning of the particular rooms (Drawing room‚ bed room‚ kitchen toilet etc.) such that they serve their respective purpose and also suiting to the requirement and comfort of the inhabitants. Thereby depending on the suitability; plan layout of beams and the position of columns are fixed. Thereafter‚ the loads
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CHAPTER 1 INTRODUCTION Rotor dynamics is the study of rotating machines and has a very important part to play throughout the modern industrial world. Rotating machinery is used in many applications such as Turbo machinery‚ Power stations‚ Machine tools‚ Medical equipment‚ etc. Failure of machinery in applications such as aero engines‚ turbo-machines‚ space vehicles‚ etc. creates enormous repair costs and more importunately may put human life in danger. Rotor dynamics is a collective terms for
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in and were used very frequently to solve the problems in this semester. The topics to come are Shear Stresses for Beams in bending‚ Castigliano’s Theorem‚ Distortion Energy Theorem for Ductile Materials‚ Mechanics of Power screws‚ and Fatigue loading
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CHAPTER ONE INTRODUCTION 1.1 BACKGROUND OF THE STUDY Reinforced concrete is a strong‚ durable material that can be formed in too many varied shapes and sizes ranging from a simple rectangle column‚ to a slender curved dome or shell‚ its utility and versatility are achieved by combining the best features of concrete and steel. Its utility and versatility is achieved by combining the best features of concrete and steel. When combined‚ the steel is able to provide the tensile strength and probably
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MECHANICS LAB EXPERIMENT 1 BEAM DEFLECTIONS TEST PERFORMED: FEBRUARY 4‚ 2015 REPORT SUBMITTED: FEBRUARY 11‚ 2015 BY HAGOP MERTEKHANIAN Student I.D # 105200288 Wednesday 7:00 pm GROUP 1 ABSTRACT Deflections of a beam are important to be able predict the amount of deflection for a given loading situation. This experiment addresses determining the yield point for a material to fail‚ so the stress in the material does not have to reach to that point. This is where understanding beam deflection becomes a
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Theory of elasticity -stress and strain stress -constitutive equations. Theory of Plasticity y y -Yielding Criteria‚ -Von mises criterion and Tresca criterion. - Plastic analysis and limit design methods for structural systems( beams‚ frames and plates) 1-ELASTICITY yp -Introduction for different types of nonlinear behavior -Tensors symbolic -Unidirectional stress and strain Unidirectional -3D components of stress and strain - Equilibrium equations - Invariants of stresses tensor -Principal
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inelastic strain energy and state units of strain energy. 4. Derive an expression for strain energy stored in one-dimensional structure under axial load. 5. Derive an expression for elastic strain energy stored in a beam in bending. 6. Derive an expression for elastic strain energy stored in a beam in shear. 7. Derive an expression for elastic strain energy stored in a circular shaft under torsion. 2.1 Introduction In the analysis of statically indeterminate structures‚ the knowledge of the displacements
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.....3 LABORATORY RULES……………………………………………….…..4 CONTENS OF ASSIGNMENT…………………………………………….5 EXPERIMENT 1: TENSILE TEST…..…………………………………...6 EXPERIMENT 2: SHEAR FORCE……………………………..…………8 2. 2.1 2.2 3. 4. 4. 5. 6. EXPERIMENT 3: BENDING MOMENT…………………………………10 EXPERIMENT 4: FORCES IN FRAME…………………………………..12 EXPERIMENT 5: HOOKS LAW…………………………………………..13 EXPERIMENT 6: MODULUS OF RIGIDITY…………………………….14 7. 8. 9. 3 1. INFORMATION ABOUT THE PRACTICALS ASSIGNMENTS. Practical
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